Letting July 31, 2026

Notice to Bidders, Specifications and Proposal

Contract No. 80C90 COOK County Section (1616-VB-WPGM) BR 25 Route FAP 391 Project NHPP-JU5G(295) District 1 Construction Funds

Prepared by F

Checked by

(Printed by authority of the State of Illinois)

NOTICE TO BIDDERS

1. TIME AND PLACE OF OPENING BIDS. Electronic bids are to be submitted to the electronic bidding system (iCX-Integrated Contractors Exchange). All bids must be submitted to the iCX system prior to 12:00 p.m.

July 31, 2026 at which time the bids will be publicly opened from the iCX SecureVault.

2. DESCRIPTION OF WORK. The proposed improvement is identified and advertised for bids in the

Invitation for Bids as:

Contract No. 80C90 COOK County Section (1616-VB-WPGM) BR 25 Project NHPP-JU5G(295) Route FAP 391 District 1 Construction Funds

(655-Ft) The work consists of repairs and temporary shoring to the existing Pershing Road Bridge (SN 016-1423) consists of installation of temporary shoring towers, structural steel repair, protective shielding, pavement marking and signing, traffic control and protection located on Pershing Road (FAP 391) over Racine Avenue and NS Railroad in the City of Chicago, Cook County, IL.

3. INSTRUCTIONS TO BIDDERS. (a) This Notice, the invitation for bids, proposal and letter of award shall, together with all other documents in accordance with Article 101.09 of the Standard Specifications for Road and Bridge Construction, become part of the contract. Bidders are cautioned to read and examine carefully all documents, to make all required inspections, and to inquire or seek explanation of the same prior to submission of a bid.

(b) State law, and, if the work is to be paid wholly or in part with Federal-aid funds, Federal law requires the bidder to make various certifications as a part of the proposal and contract. By execution and submission of the proposal, the bidder makes the certification contained therein. A false or fraudulent certification shall, in addition to all other remedies provided by law, be a breach of contract and may result in termination of the contract.

4. AWARD CRITERIA AND REJECTION OF BIDS. This contract will be awarded to the lowest responsive and responsible bidder considering conformity with the terms and conditions established by the Department in the rules, Invitation for Bids and contract documents. The issuance of plans and proposal forms for bidding based upon a prequalification rating shall not be the sole determinant of responsibility. The Department reserves the right to determine responsibility at the time of award, to reject any or all proposals, to re-advertise the proposed improvement, and to waive technicalities.

By Order of the Illinois Department of Transportation

Gia Biagi, Secretary

FAP Route 391 (Pershing Road)

Section (1616-VB-WPGM)BR25 Cook County

INDEX

FOR

SUPPLEMENTAL SPECIFICATIONS

AND RECURRING SPECIAL PROVISIONS

Adopted January 1, 2026

This index contains a listing of SUPPLEMENTAL SPECIFICATIONS, frequently used RECURRING SPECIAL PROVISIONS, and LOCAL ROADS AND STREETS RECURRING SPECIAL PROVISIONS.

ERRATA Standard Specifications for Road and Bridge Construction (Adopted 1-1-22) (Revised 1-1-26)

SUPPLEMENTAL SPECIFICATIONS

Std. Spec. Sec. Page No.

109 Measurement and Payment 202 Earth and Rock Excavation 204 Borrow and Furnished Excavation 207 Porous Granular Embankment 211 Topsoil and Compost 214 Grading and Shaping Ditches 406 Hot-Mix Asphalt Binder and Surface Course 407 Hot-Mix Asphalt Pavement (Full-Depth) 420 Portland Cement Concrete Pavement 502 Excavation for Structures 504 Precast Concrete Structures 509 Metal Railings 522 Retaining Walls 540 Box Culverts 542 Pipe Culverts 550 Storm Sewers 586 Granular Backfill for Structures 601 Pipe Drains, Pipe Underdrains, and French Drains 630 Steel Plate Beam Guardrail 632 Guardrail and Cable Road Guard Removal 644 High Tension Cable Median Barrier 665 Woven Wire Fence 701 Work Zone Traffic Control and Protection 781 Raised Reflective Pavement Markers 782 Reflectors 801 Electrical Requirements 821 Roadway Luminaires

1003 Fine Aggregates 1004 Coarse Aggregates 1010 Finely Divided Minerals 1020 Portland Cement Concrete ……… 1030 Hot-Mix Asphalt 1040 Drain Pipe, Tile, and Wall Drain 1042 Precast Concrete Products 1061 Waterproofing Membrane System 1067 Luminaire ……… 1097 Reflectors 1102 Hot-Mix Asphalt Equipment

Section (1616-VB-WPGM)BR25

RECURRING SPECIAL PROVISIONS

The following RECURRING SPECIAL PROVISIONS indicated by an “X” are applicable to this contract and are included by reference:

CHECK SHEET # PAGE NO.

1 X Additional State Requirements for Federal-Aid Construction Contracts 2 X Subletting of Contracts (Federal-Aid Contracts)

3 X EEO

4 Specific EEO Responsibilities Nonfederal-Aid Contracts 5 Required Provisions - State Contracts 6 Asbestos Bearing Pad Removal 7 Asbestos Waterproofing Membrane and Asbestos Hot-Mix Asphalt Surface Removal 8 Temporary Stream Crossings and In-Stream Work Pads 9 X Construction Layout Stakes

10 Use of Geotextile Fabric for Railroad Crossing 11 Subsealing of Concrete Pavements 12 Hot-Mix Asphalt Surface Correction 13 Pavement and Shoulder Resurfacing 14 Patching with Hot-Mix Asphalt Overlay Removal 15 Polymer Concrete 16 Reserved 17 Bicycle Racks 18 Temporary Portable Bridge Traffic Signals 19 Nighttime Inspection of Roadway Lighting 20 English Substitution of Metric Bolts 21 Calcium Chloride Accelerator for Portland Cement Concrete 22 Quality Control of Concrete Mixtures at the Plant 23 Quality Control/Quality Assurance of Concrete Mixtures 24 Reserved 25 Reserved 26 Temporary Raised Pavement Markers 27 Restoring Bridge Approach Pavements Using High-Density Foam 28 Portland Cement Concrete Inlay or Overlay 29 Portland Cement Concrete Partial Depth Hot-Mix Asphalt Patching 30 Longitudinal Joint and Crack Patching 31 Concrete Mix Design – Department Provided 32 Station Numbers in Pavements or Overlays

Section (1616-VB-WPGM)BR25 i

TABLE OF CONTENTS

LOCATION OF PROJECT

DESCRIPTION OF PROJECT

MAINTENANCE OF ROADWAYS (D-1)

STATUS OF UTILITIES (D-1)

PUBLIC CONVENENIENCE AND SAFTEY (D-1)

ENGINEER’S FIELD OFFICE TYPE A (D1)

TRAFFIC CONTROL PLAN (D-1)

DETOUR SIGNING

TEMPORARY INFORMATION SIGNING

TEMPORARY TRAFFIC SIGNAL TIMING (CITY OF CHICAGO)

NIGHTTIME WORK ZONE LIGHTING (D-1)

RAILROAD FLAGGERS

RAILROAD PROTECTIVE LIABILITY INSURANCE

COMPLETION DATE PLUS WORKING DAYS (D1)

PRE-CONSTRUCTION CLEANING AND TELEVISING

TEMPORARY SHORING AND CRIBBING

TEMPORARY SUPPORT SYSTEM

STRUCTURAL STEEL REPAIR

STRUCTURAL STEEL REMOVAL

SILICONE BRIDGE JOINT SEALER

HOT DIP GALVANIZING FOR STRUCTURAL STEEL

CLEANING AND PAINTING CONTACT SURFACE AREAS OF EXISTING STEEL STRUCTURES

REMOVAL AND DISPOSAL OF REGULATED SUBSTANCES (PROJECT SPECIFIC)

CEMENT, FINELY DIVIDED MINERALS, ADMIXTURES, CONCRETE, AND MORTAR (BDE)

COMPENSABLE DELAY COSTS (BDE)

CONSTRUCTION AIR QUALITY – DIESEL RETROFIT (BDE)

DECK SLAB REPAIR

PAVEMENT MARKING (BDE)

REMOVAL AND DISPOSAL OF REGULATED SUBSTANCES (BDE)

SHORT TERM AND TEMPORARY PAVEMENT MARKINGS (BDE)

SIGN PANELS AND APPURTENANCES (BDE)

SOURCE OF SUPPLY AND QUALITY REQUIREMENTS (BDE)

STRUCTURAL REPAIR OF CONCRETE (BDE)

SUBCONTRACTOR AND DBE PAYMENT REPORTING (BDE)

SUBCONTRACTOR MOBILIZATION PAYMENTS (BDE)

SUBMISSION OF BIDDERS LIST INFORMATION (BDE)

Section (1616-VB-WPGM)BR25 ii

SUBMISSION OF PAYROLL RECORDS – FEDERAL AID CONTRACT (BDE)

SURVEYING SERVICES (BDE)

TEMPORARY CONCRETE BARRIER (BDE)

VEHICLE AND EQUIPMENT WARNING LIGHTS (BDE)

WORK ZONE TRAFFIC CONTROL DEVICES (BDE)

WORK ZONE WIDTH RESTRICTION (BDE)

DISADVANTAGED BUSINESS ENTERPRISE PARTICIPATION (BDE)

WEEKLY DBE TRUCKING REPORTS (BDE)

Section (1616-VB-WPGM)BR25

STATE OF ILLINOIS

SPECIAL PROVISIONS

The following Special Provisions supplement the "Standard Specifications for Road and Bridge Construction," adopted January 1, 2022, the latest edition of the "Manual on Uniform Traffic Control Devices for Streets and Highways," and the "Manual of Test Procedures for Materials" in effect on the date of invitation for bids, and the Supplemental Specifications and Recurring Special Provisions indicated on the Check Sheet included herein which apply to and govern the construction of FAP Route 391 (Pershing Road), Project NHPP-JU5G(295), Section (1616-VB-WPGM)BR25, Cook County, Contract No. 80C90 and in case of conflict with any part or parts of said Specifications, the said Special Provisions shall take precedence and shall govern.

Section (1616-VB-WPGM)BR25

LOCATION OF PROJECT

The project is located at existing S.N. 016-0396 on Pershing Road (FAP 391) over Racine Avenue and NS Railroad 1.3 miles west of I-94 in the City of Chicago, Cook County, Illinois. The gross length is 2,470 feet (0.47 miles) and the net length of the project is 655 feet (0.12 miles).

DESCRIPTION OF PROJECT

The work consists of repairs and temporary shoring to the existing Pershing Road Bridge (SN 016-1423) over Racine Avenue and Norfolk Southern Railroad east and west spurs. Work includes installation of temporary shoring towers, structural steel repair, protective shielding, pavement marking and signing, traffic control and protection, and all incidental work necessary to complete the improvements as shown on the Plans and as described herein.

Section (1616-VB-WPGM)BR25

MAINTENANCE OF ROADWAYS (D-1)

Effective: September 30, 1985 Revised: November 1, 1996

Beginning on the date that work begins on this project, the Contractor shall assume responsibility for normal maintenance of all existing roadways within the limits of the improvement. This normal maintenance shall include all repair work deemed necessary by the Engineer, but shall not include snow removal operations. Traffic control and protection for maintenance of roadways will be provided by the Contractor as required by the Engineer.

If items of work have not been provided in the contract, or otherwise specified for payment, such items, including the accompanying traffic control and protection required by the Engineer, will be paid for in accordance with Article 109.04 of the Standard Specifications.

STATUS OF UTILITIES (D-1)

Effective: June 1, 2016 Revised: April 1, 2025

Utility companies and/or municipal owners located within the construction limits of this project have provided the following information regarding their facilities and the proposed improvements.

The tables below contain a description of specific conflicts to be resolved and/or facilities which will require some action on the part of the Department’s contractor to proceed with work. Each table entry includes an identification of the action necessary and, if applicable, the estimated duration required for the resolution.

UTILITIES TO BE WATCHED AND PROTECTED

The areas of concern noted below have been identified by following the suggested staging plan included for the contract. The information provided is not a comprehensive list of all remaining utilities, but those which during coordination were identified as ones which might require the Department’s contractor to take into consideration when making the determination of the means and methods that would be required to construct the proposed improvement. In some instances, the contractor will be responsible to notify the owner in advance of the work to take place so necessary staffing on the owner’s part can be secured.

Section (1616-VB-WPGM)BR25

Stage 1

STAGE / LOCATION TYPE DESCRIPTION OWNER

Pershing Road STA 30+00 to 30+10 STA 30+88 to 31+08 STA 34+38 to 34+53 STA 34+83 to 34+95 STA 35+31 to 35+43 STA 36+35 to 36+52

Electric Aerial City of Chicago

STAGE / LOCATION TYPE DESCRIPTION OWNER

Pershing Road STA 30+00 to 30+10 STA 30+88 to 31+08 STA 34+38 to 34+53 STA 34+83 to 34+95 STA 35+31 to 35+43 STA 36+35 to 36+52

Water 24” Watermain 36” Watermain

Chicago Department of Water Management

Pershing Road STA 35+05 to 35+60

Combined Sewer

6” VCP

Chicago Department of

Water Management

Pershing Road STA 36+22 to 36+60

Electric Duct ComEd

Pershing Road STA 36+22 to 36+60 STA 3+35 to 36+47

Gas 30” STMP People’s Gas

Pershing Road STA 36+38 to 36+51

Telephone 24” Duct AT&T

Section (1616-VB-WPGM)BR25

The following contact information is what was used during the preparation of the plans as provided by the owner of the facility.

Agency/Company Responsible to Resolve Conflict

Name of contact Phone E-mail address

Peoples Gas Laura Doyle Erin Emhoff

(312) 240- 4779,

(773) 315-laura.doyle@peoplesgasdelivery.com Erin.Emhoff@peoplesgasdelivery.co m

City of Chicago Jason McCubbin (312) 217- CDWM - Water CTR general Department of (CDWM PMO), 7928, (312) email FACM@ctrwater.net Water Brian Santi 742-3619 &

Management – (CDWM PMO), (312) 744- Jason.McCubbin@ctrwater.net, Water Section Hans Krueger 5070 brian.santi@ctrwater.net, (CDWM), Consuelo hans.krueger@cityofchicago.org, and Venegas consuelo.venegas@cityofchicago.org City of Chicago Department of Water Management. – Sewer Section

Anupam Verma, Chuck Mann, Nedda Djavid

(312) 744- 5070, (312) 744-0344

Anupam.Verma@cityofchicago.org, Chuck.Mann@cityofchicago.org, Nedda.Djavid@cityofchicago.org

ComEd Jesus Mendoza (312) 696-

Jesus.Mendoza@ComEd.com

Metropolitan Water Reclamation District of Greater Chicago (MWRD)

Ghana Patel, Fred Wu

(708) 588- 4080, (312) 751-4025

PatelG1@mwrd.org, WuF@mwrd.org

The above represents the best information available to the Department and is included for the convenience of the bidder. The days required for conflict resolution should be considered in the bid as this information has also been factored into the timeline identified for the project when setting the completion date. The applicable portions of the Standard Specifications for Road and Bridge Construction shall apply.

Estimated duration of time provided above for the first conflicts identified will begin on the date of the executed contract regardless of the status of the utility relocations. The responsible agencies will be working toward resolving subsequent conflicts in conjunction with contractor activities in the number of days noted.

Section (1616-VB-WPGM)BR25

The estimated relocation duration must be part of the progress schedule submitted by the contractor. A utility kickoff meeting will be scheduled between the Department, the Department’s contractor, and the utility companies when necessary.

The contractor is responsible for contacting JULIE (or DIGGER within the City of Chicago) prior to any excavation work. Please note that IDOT electrical facilities are not part of the one-call locating services, such as JULIE or DIGGER.

If the contract requires the services of an electrical contractor, it is the contractor’s responsibility, at their own expense, to locate existing IDOT electrical facilities before commencing work. For contracts that do not require an electrical contractor, the contractor may request one free locate of IDOT electrical facilities by contacting the Department’s Electrical Maintenance Contractor.

Additional locate requests will be at the contractor’s expense.

The Department’s Electrical Maintenance Contractor must be notified at least 72 hours in advance of the work by calling 773-287-7600 or emailing dispatch@meade100.com to arrange for the locating of underground electrical facilities.

Please note, the marking of underground facilities does not absolve the contractor of their responsibility to repair or replace any facilities damaged during construction at their expense.

This project has initiated a Phase III Existing Facility Protection (EFP) review through the Chicago Department of Transportation (CDOT) Office of Underground Coordination (OUC) under EFP-135037. All reviewing agencies have marked their status as either “Approved – Permit Issuance Authorized” or “Approved with Conditions”.

PUBLIC CONVENENIENCE AND SAFTEY (D-1)

Effective: May 1, 2012 Revised: July 15, 2012

Add the following to the end of the fourth paragraph of Article 107.09:

“If the holiday is on a Saturday or Sunday, and is legally observed on a Friday or Monday, the length of Holiday Period for Monday or Friday shall apply.”

Add the following sentence after the Holiday Period table in the fourth paragraph of Article 107.09:

“The Length of Holiday Period for Thanksgiving shall be from 5:00 AM the Wednesday prior to 11:59 PM the Sunday After”

Delete the fifth paragraph of Article 107.09 of the Standard Specifications:

“On weekends, excluding holidays, roadways with Average Daily Traffic of 25,000 or greater, all lanes shall be open to traffic from 3:00 P.M. Friday to midnight Sunday except where structure construction or major rehabilitation makes it impractical.”

Section (1616-VB-WPGM)BR25

ENGINEER’S FIELD OFFICE TYPE A (D1)

Effective: January 1, 2022

Revise the first paragraph of Article 670.02 to read:

670.02 Engineer's Field Office Type A (D1). Type A (D1) field offices shall have a ceiling height of not less than 7 feet and a floor space of not less than 1000 square feet with a minimum of two separate offices. The office shall also have a separate storage room capable of being locked for the storage of the nuclear measuring devices. The office shall be provided with sufficient heat, natural and artificial light, and air conditioning. Doors and windows shall be equipped with locks approved by the Engineer.

Add the following to Article 670.07 Basis of Payment.

The building or buildings, fully equipped, will be paid for at the contract unit price per calendar month or fraction thereof for ENGINEER'S FIELD OFFICE, TYPE A (D1).

TRAFFIC CONTROL PLAN (D-1)

Revised: January 1, 2007

Traffic Control shall be according to the applicable sections of the Standard Specifications, the Supplemental Specifications, the "Illinois Manual on Uniform Traffic Control Devices for Streets and Highways", any special details and Highway Standards contained in the plans, and the Special Provisions contained herein.

Special attention is called to Article 107.09 of the Standard Specifications and the following Highway Standards, Details, Quality Standard for Work Zone Traffic Control Devices, Recurring Special Provisions and Special Provisions contained herein, relating to traffic control.

The Contractor shall contact the District One Bureau of Traffic at least 72 hours in advance of beginning work.

STANDARDS: 701106, 701427, 701601, 701606, 701611, 704001, 701901, 780001,782006.

DETAILS:

TRAFFIC CONTROL AND PROTECTION FOR SIDE ROADS, INTERSECTIONS, AND

DRIVEWAYS (TC-10)

ARTERIAL ROAD INFORMATION SIGNING (TC-22)

CITY OF CHICAGO TYPICAL PAVEMENT MARKINGS (TC-24)

Section (1616-VB-WPGM)BR25

SPECIAL PROVISIONS:

DETOUR SIGNING

MAINTENANCE OF ROADWAYS (D-1)

PUBLIC CONVENENIENCE AND SAFTEY (D-1)

NIGHTTIME WORK ZONE LIGHTING (D-1)

WORK ZONE TRAFFIC CONTROL DEVICES (BDE)

TEMPORARY CONCRETE BARRIER (BDE)

VEHICLES AND EQUIPMENT WARNING LIGHTS (BDE)

WORK ZONE WIDTH RESTRICTION (BDE)

DETOUR SIGNING

Description. This work shall consist of furnishing, erecting, relocating, maintaining, and removing all detour route and associated advisory signing as specified in the detour plans for the temporary closure of ramps and roadways as indicated and specified.

Construction Requirements. Materials, equipment, and operations for detour signing shall conform to Standard 701901 and to Section 701-Work Zone Traffic Control and Protection. The sizes of signs not specified in the plans shall be as required by the Illinois Manual on Uniform Traffic Control Devices. All detour signing shall be new or like new condition. The Engineer shall be the sole judge of the condition of the signs. The Contractor shall notify the Engineer at least three weeks prior to the day the detour is to be in effect. The Engineer shall determine the hour of closure. Engineer will contact the appropriate local agencies and interested parties. If deemed necessary by the Engineer, a pre-construction meeting with the Contractor shall be held at least two weeks prior to the day the detour is to be in effect. The Contractor shall supply to the Engineer the names and telephone numbers of his/her representative responsible for the detour signing prior to the start of the work. The road/ramps shall not be closed until all signing is erected in accordance with the detour plan and inspected and approved by the Engineer. All existing signing that is not applicable while the detour is in effect shall be completely covered by the Contractor in a manner approved by the Engineer. The Contractor shall be responsible for ensuring that all barricades, signs, lights, and other devices installed by him/her are in place and operating 24 hours each day, including Sundays and Holidays during the time the detour is in effect. The detour signage shall be included in the requirements for surveillance and related reports as described in Section 701.10. The Contractor shall be responsible for maintaining the visibility of all detour and construction signing, including clearing vegetation if deemed necessary by the Engineer. Sign locations are subject to approval of the Engineer. Longitudinal dimensions shown on the plans may be adjusted to fit field conditions, with Engineer’s approval. The Contractor shall make all changes in traffic control that are deemed necessary by the Engineer.

The Contractor shall preliminarily notify the Engineer at least one day before the road is to be opened to traffic. The Contractor shall notify the Engineer again at least two hours before the road is to be opened to traffic. The Engineer will contact the appropriate local agencies and interested parties.

Basis of Payment. This work will be paid for at the contract unit price per LUMP SUM for

DETOUR SIGNING

Section (1616-VB-WPGM)BR25

TEMPORARY INFORMATION SIGNING

Effective: November 13, 1996 Revised: January 29, 2020

Description.

This work shall consist of furnishing, installing, maintaining, relocating for various states of construction and eventually removing temporary informational signs. Included in this item may be ground mount signs, skid mount signs, truss mount signs, bridge mount signs, and overlay sign panels which cover portions of existing signs.

Materials.

Materials shall be according to the following Articles of Section 1000 - Materials:

Item Article/Section a.) Sign Base (Note 1) 1090 b.) Sign Face (Note 2) 1091 c.) Sign Legends 1091 d.) Sign Supports 1093 e.) Overlay Panels (Note 3) 1090.02

Note 1. The Contractor may use 5/8 inch (16 mm) instead of 3/4 inch (19 mm) thick plywood.

Note 2. The sign face material shall be in accordance with the Department’s Fabrication of Highway Signs Policy.

Note 3. The overlay panels shall be 0.08 inch (2 mm) thick.

GENERAL CONSTRUCTION REQUIREMENTS

Installation.

The sign sizes and legend sizes shall be verified by the Contractor prior to fabrication.

Signs which are placed along the roadway and/or within the construction zone shall be installed according to the requirements of Article 701.14 and Article 720.04. The signs shall be 7 ft (2.1

m) above the near edge of the pavement and shall be a minimum of 2 ft (600 mm) beyond the edge of the paved shoulder. A minimum of two (2) posts shall be used.

The attachment of temporary signs to existing bridges, sign structures or sign panels shall be approved by the Engineer. Any damage to the existing signs and/or structures due to the Contractor's operations shall be repaired or signs replaced, as determined by the Engineer, at the Contractor's expense.

Section (1616-VB-WPGM)BR25

Method of Measurement.

This work shall be measured for payment in square feet (square meters) edge to edge (horizontally and vertically).

All hardware, posts or skids, supports, bases for ground mounted signs, connections, which are required for mounting these signs will be included as part of this pay item.

Basis Of Payment.

This work shall be paid for at the contract unit price per square foot (square meter) for

TEMPORARY INFORMATION SIGNING.

TEMPORARY TRAFFIC SIGNAL TIMING (CITY OF CHICAGO)

Description: This item shall consist of coordination of and payment for work performed by the City of Chicago – Division of Electrical Operations and/ or Division of Traffic Safety related to engineering services in support of this contract. For the CDOT-maintained intersections listed in this specification CDOT will perform, as needed, signal timing adjustments. Maintenance on the signals during construction will remain with CDOT.

General: It shall be the Contractor's responsibility to arrange and coordinate all required signal services for intersections listed herein with CDOT in accordance with the timeframes and procedures described herein. All work to be performed by CDOT is subject to CDOT work schedules and availability.

The following tasks are associated with SIGNAL TIMING

(a) Contractor will contact CDOT and schedule signal timing adjustments to be performed by CDOT based on existing timing information and field observation in order to enhance operation of the intersection while utilized by the detour. Please contact CDOT a minimum of 4 weeks prior to the detour implementation. CDOT will inform the contractor the final cost that must be submitted to CDOT for this work.

Arturo Rodriguez CDOT Superintendent of Electrical Operations arturo.rodriguez2@cityofchicago.org O: 312-746-4063 M: 312-617-2452

Section (1616-VB-WPGM)BR25

(b) The total estimated cost for temporary signal timing and associated engineering services for the duration of the modified traffic signal condition shall include all intersections listed herein, and is listed below. Contractor will promptly submit payment to CDOT following initial coordination and scheduling of work. This payment shall be made using certified check and certified mail with receipt notification.

Total Estimated Cost for all Intersections Listed Herein: $5,000

The Contract Administrative Fee for the Contractor is $250 The Total Bid Price shall be estimated cost plus admin fee= $5,250

Submit payment to:

City of Chicago Department of Transportation (Finance) 2 N. LaSalle Street Suite 1110 Chicago, IL 60602

Reference: IDOT Contract 80C90 DEO Traffic Signal Timing

(c) The Contractor shall secure invoices from CDOT for services provided by CDOT. These invoices shall be submitted to the Engineer as documentation before Contractor reimbursement may be processed.

(d) The estimated cost of engineering services provided by CDOT may change based on field conditions encountered. If actual final costs provided by CDOT are higher than the original estimate included herein, contractor shall submit additional payment to CDOT/DEO as required and documented.

Locations: The following intersections will be adjusted and maintained by CDOT as described in this specification.

1. S. Ashland Ave. and W. 43rd St.

2. S. Halsted St. and W. Exchange St/Root St.

Method of Measurement. TEMPORARY TRAFFIC SIGNAL TIMING will be measured at EACH intersection listed in this special provision.

Basis of Payment. TEMPORARY TRAFFIC SIGNAL TIMING shall be paid per EACH for costs invoiced by CDOT for each intersection requiring signal timing modifications as listed in the special provision, and shall be payment in full for performing all work described per each listed intersection.

Section (1616-VB-WPGM)BR25

NIGHTTIME WORK ZONE LIGHTING (D-1)

Effective: November 1, 2008 Revised: June 15, 2010

Description. This work shall consist of furnishing, installing, maintaining, moving, and removing lighting for nighttime work zones. Nighttime shall be defined as occurring shortly before sunset until after sunrise.

Materials. The lighting shall consist of mobile and/or stationary lighting systems as required herein for the specific type of construction. Mobile lighting systems shall consist of luminaires attached to construction equipment or moveable carts. Stationary lighting systems shall consist of roadway luminaires mounted on temporary poles or trailer mounted light towers at fixed locations. Some lighting systems, such as balloon lights, may be adapted to both mobile and stationary applications.

Equipment. The Contractor shall furnish an illuminance meter for use by the Engineer. The meter shall have a digital display calibrated to NIST standards, shall be cosine and color corrected, and shall have an accuracy of ± five percent. The sensor shall have a level indicator to ensure measurements are taken in a horizontal plane.

CONSTRUCTION REQUIREMENTS

General. At the preconstruction conference, the Contractor shall submit the type(s) of lighting system to be used and the locations of all devices.

Before nighttime construction may begin, the lighting system shall be demonstrated as being operational.

Nighttime Flagging. The requirements for nighttime flagging shall be according to Article 701.13 of the Standard Specifications and the glare control requirements contained herein.

Lighting System Design. The lighting system shall be designed to meet the following.

(a) Lighting Levels. The lighting system shall provide a minimum of 5 foot candles (54 lux) throughout the work area. For mobile operations, the work area shall be defined as 25 ft (9 m) in front of and behind moving equipment. For stationary operations, the work area shall be defined as the entire area where work is being performed.

Lighting levels will be measured with an illuminance meter. Readings will be taken in a horizontal plane 3 ft (1 m) above the pavement or ground surface.

(b) Glare Control. The lighting system shall be designed and operated so as to avoid glare that interferes with traffic, workers, or inspection personnel. Lighting systems with flood, spot, or stadium type luminaires shall be aimed downward at the work and rotated outward no greater than 30 degrees from nadir (straight down). Balloon lights shall be positioned at least 12 ft (3.6 m) above the roadway.

Section (1616-VB-WPGM)BR25

As a large component of glare, the headlights of construction vehicles and equipment shall not be operated within the work zone except as allowed for specific construction operations.

Headlights shall never be used when facing oncoming traffic.

(c) Light Trespass. The lighting system shall be designed to effectively light the work area without spilling over to adjoining property. When, in the opinion of the Engineer, the lighting is disturbing adjoining property, the Contractor shall modify the lighting arrangement or add hardware to shield the light trespass.

Construction Operations. The lighting design required above shall be provided at any location where construction equipment is operating or workers are present on foot. When multiple operations are being carried on simultaneously, lighting shall be provided at each separate work area.

The lighting requirements for specific construction operations shall be as follows.

(a) Installation or Removal of Work Zone Traffic Control. The required lighting level shall be provided at each truck and piece of equipment used during the installation or removal of work zone traffic control. Headlights may be operated in the work zone.

(b) Guardrail, Fence and High Tension Cable Barrier Median Repair. The required lighting level shall be provided by mounting a minimum of one balloon light to each piece of mobile construction equipment used in the work zone. This would include all machines but not include trucks used to transport materials and personnel or other vehicles that are continuously moving in and out of the work zone. The headlights of construction equipment shall not be operated within the work zone.

(c) Pavement Marking and Raised Reflective Pavement Marker Removal/Installation. The striping truck and the attenuator/arrow board trucks may by operated by headlights alone; however, additional lighting may be necessary for the operator of the striping truck to perform the work.

For raised reflective pavement marker removal and installation and other pavement marking operations where workers are on foot, the required lighting level shall be provided at each truck and piece of equipment.

(d) Sweeping. The required lighting level shall be mounted on the sweeping train vehicles during the sweeping operations. Headlights may be operated in the work zone.

(e) Layout, Testing, and Inspection. The required lighting level shall be provided for each active area of construction layout, material testing, and inspection. The work area shall be defined as 15 ft (7.6 m) in front and back of the individual(s) performing the tasks.

Nighttime Work Zone Lighting will not be paid for as a separate item, but the cost shall be considered as included in the contract unit prices for the construction items involved, and no additional compensation will be allowed.

Section (1616-VB-WPGM)BR25

RAILROAD FLAGGERS

DOT/AAR NO. xxxx

It is the Contractor’s responsibility to become familiar with and to follow all requirements described in Section 107 of the Standard Specifications, titled Legal Regulations and Responsibility to the Public.

The contractor can coordinate flagging through the Rail Pros portal (https://ns.railprospermitting.com/Login.aspx).

The Contractor should confirm the cost at the time of bid. No compensation will be made for changes to the cost of application fees between time of bid and time of construction.

For all railroad-highway work as indicated in the contract proposal, the Contractor shall obtain Railroad Protective Liability and Property Damage Liability Insurance in accordance with Article

107.11 of the Standard Specifications. The cost for providing insurance, as noted elsewhere, will be paid for at the contract unit price per Lump Sum for RAILROAD PROTECTIVE LIABILITY

INSURANCE.

The services of railroad flaggers will be required when the Contractor’s operations will encroach on or over the Railroad’s right-of-way or come within 25’ of the tracks. Approved Protective Services (flagger) Companies contacts are:

Rail Pros Railroad Consultants, PLLC D.J. Ezell Jonathan L. Parker Director of Operations Director Safety / Director Field Services

(682) 540-4033 jparker@railroad-consultants.com

(c) 615.663.6594

(o) 615.691.0653

Flagger payment shall be in accordance with Article 109.05 of the Standard Specifications.

Flagger services or info on the providing of flagger services shall be obtained through Rail Pros or Railroad Consultants, PLLC contacts as noted above.

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RAILROAD PROTECTIVE LIABILITY INSURANCE

Effective: December 1, 1986 Revised: January 1, 2022

Description. Railroad Protective Liability and Property Damage Liability Insurance shall be carried according to Article 107.11 of the Standard Specifications. A separate policy is required for each railroad unless otherwise noted.

NUMBER & SPEED OF NUMBER & SPEED OF

NAMED INSURED & ADDRESS PASSENGER TRAINS FREIGHT TRAINS

Norfolk Southern Railway Company 0 3 trains/day @ 10 mph and its subsidiaries 3 Commercial Place Norfolk, VA 23510

Class 1 RR (Y or N): Y DOT/AAR No.: 243295R, 243296X, 243203B, 243204H RR Mile Post: 0.95, 0.95, 0.95, 0.98 RR Division: RR Sub-Division: CR & I I. T.

For Freight/Passenger Information Contact: Frederick Schesny Phone: (404) 529-1256 For Insurance Information Contact: Brian Taylor Phone: (678) 333-4274

Basis of Payment. Providing Railroad Protective Liability and Property Damage Liability Insurance will be paid for at the contract unit price per Lump Sum for RAILROAD PROTECTIVE

LIABILITY INSURANCE.

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COMPLETION DATE PLUS WORKING DAYS (D1)

Revised: January 1, 2007

Revise Article 108.05 (b) of the Standard Specifications as follows:

"When a completion date plus working days is specified, the Contractor shall complete all contract items and safely open all roadways to traffic by 11:59 PM on, December 15, 2026 except as specified herein.

The Contractor will be allowed to complete all clean-up work and punch list items within 10 working days after the completion date for opening the roadway to traffic. Under extenuating circumstances the Engineer may direct that certain items of work, not affecting the safe opening of the roadway to traffic, may be completed within the working days allowed for clean up work and punch list items. Temporary lane closures for this work may be allowed at the discretion of the Engineer.

Article 108.09 or the Special Provision for “Failure to Complete the Work on Time”, if included in this contract, shall apply to both the completion date and the number of working days.

PRE-CONSTRUCTION CLEANING AND TELEVISING

Description. This work shall consist of all work required for sewer cleaning and inspection by closed circuit televising of existing sewers of various sizes, but estimated to be less than 18 inches in diameter. Cleaning and televising shall be performed on the entire section of sewer between the upstream and downstream manhole structures and shall be completed to the industry standard of 95% clean.

This work includes cleaning and televising Pre-Construction and Post-Construction of the temporary shoring towers and all associated excavation.

General. This work requires coordination with Chicago Department of Water Management (CDWM) Sewer Section to document all findings, schedules, and related information. This includes submitting all videos and documentation in accordance with IDOT and CDWM policies and procedures.

The locations to be cleaned and televised are shown on the plans based on the best available information and are to be field verified prior to beginning construction.

Method of Measurement. This work will be measured for payment from the center of the upstream manhole to the center of the downstream manhole, as measured by Contractor and verified by Engineer.

Basis of Payment. This work will be paid for at the contract unit price per FOOT for PRE- CONSTRUCTION CLEANING AND TELEVISING and shall include all labor, equipment, and materials required for cleaning and televising sewer prior to beginning construction and after construction is completed.

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TEMPORARY SHORING AND CRIBBING

Description. This work shall consist of furnishing all material, equipment and labor to support the bridge deck in the beam bays as shown on the plans and as herein specified and as directed by the Engineer. Work includes but is not limited to furnishing and installing timber blocking on select pier caps between beams at select piers.

Construction Requirements. The Contractor shall submit details and calculations, prepared and sealed by an Illinois Licensed Structural Engineer, of the proposed support system for approval of the Engineer prior to ordering material and implementation. Such approval shall in no way relieve the Contractor of responsibility for the safety of the structure. The supports used shall be such that vertical adjustments may be made in order to maintain the existing deck profile.

Temporary cribbing or blocking may be installed before or after Temporary Shoring and Proposed Steel Bents are constructed. It is not the intention to adjust the deck or beam profile with the proposed cribbing. Cribbing shall be installed such that placement provides a “tight fit” under dead load.

Additionally, for cribbing to be placed outside of the proposed concrete barriers, the cribbing shall be designed to carry the Dead Load plus ½ (Live Load + Imp). For cribbing to be installed inside the concrete barriers, under travel lanes, the cribbing shall be designed for the Dead Load plus full (Live Load + Imp).

Maintenance. The Contractor is not required to maintain the temporary cribbing at the conclusion of the project.

Removal. The Contractor is not required to remove the temporary cribbing. The temporary cribbing will remain in place at the conclusion of the project.

Basis of Payment. This work will be paid for at the contract unit price per each for Temporary Shoring and Cribbing for each location as shown on the plans.

TEMPORARY SUPPORT SYSTEM

Description. This work shall consist of furnishing all material, equipment, and labor to erect the shoring systems as shown on the plans, in accordance with applicable portions of the Standard Specifications.

The temporary support systems may consist of timber bearing pads, structural support towers, structural steel members, and related activities such as excavation, backfill, erection, etc. The plans show conceptual shoring requirements for each abutment, Pier 8 and Pier 9. Contractor is responsible for final design of shoring systems.

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Structure excavation as required for the shoring system is included in the cost for the Temporary Support System. No separate measurement and payment will be made for excavation and grading required for the temporary support system.

Painting associated with temporary support systems shall be in accordance with the Cleaning and Painting Contact Surface Areas of Existing Steel Structures special provision but included in this work.

Submittals. The Contractor shall submit details and calculations of the proposed temporary support system and sequence of construction for approval by the Engineer before commencing work. Such approval shall in no way relieve the Contractor of their responsibility for the safety of the structure. The design and construction shall consider these temporary support systems to be left in place for a period of up to 5 years. The Contractor’s temporary support system plans and procedures shall be designed and sealed by an Illinois Licensed Structural Engineer.

Construction. If unforeseen field conditions preclude the execution of the approved temporary support system plan, the Engineer may require the Contractor to provide additional supports or measures. All changes to the temporary support system shall be approved by the Structural Engineer that sealed the original temporary support system design. Neither added precautions nor the failure of the Engineer to order additional protection will in any way relieve the Contractor of sole responsibility for the safety of lives, equipment, and structure.

Steel shoring shall be according to Section 505 of the Standard Specifications, except no painting of structural steel will be required. Timber construction shall be according to the applicable portions of Section 507. The requirements regarding the use of treated timber shall not apply.

Timber shall be either roughened or surfaced. Countersinking will not be required. All portions of the temporary support system used by the Contractor shall be identifiable and in good condition free of structural defects. The Engineer’s approval will be required prior to installing the temporary support system. All items not approved by the Engineer shall be removed and/or replaced at no additional cost.

Any damage, as a result of the temporary support system or the construction of the temporary support system, to existing members that are to remain shall be repaired or the member replaced to the satisfaction of the Engineer. Repair or replacement of damaged members shall be at the Contractor’s expense.

Temporary Support System shall be positioned outside of the railroad envelope.

Maintenance. The Contractor is not required to maintain the shoring towers at the conclusion of the project.

Removal. The Contractor is not required to remove the temporary support systems. The temporary support systems will remain in place at the conclusion of the project and will become property of the Illinois Department of Transportation.

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Measurement. This work will be measured per each temporary support system at the locations specified in the plans. No separate measurement will be made for excavation, backfill, aggregate base, structural steel, and any other items required.

Basis of Payment. This work will be paid for at the contract unit price per EACH for TEMPORARY SUPPORT SYSTEM at the locations specified in the plans, and as outlined below. Additional support or measures resulting from unforeseen field conditions will be paid according to Article

109.04 of the Standard Specifications.

Pay Item Location TEMPORARY SUPPORT SYSTEM, LOCATION 1 West Abutment TEMPORARY SUPPORT SYSTEM, LOCATION 2 East Abutment TEMPORARY SUPPORT SYSTEM, LOCATION 3 Pier 8 TEMPORARY SUPPORT SYSTEM, LOCATION 4 Pier 9

STRUCTURAL STEEL REPAIR

Description. This work shall consist of furnishing all labor, equipment, and materials necessary to furnish, install, and paint steel repair plates and members, according to Section 505 and 506, and to remove and dispose of structural steel members as necessary according to Section 501 of the Standard Specifications, as indicated on the plans, and in this special provision. This work also consists of furnishing all labor, equipment, and materials necessary to clean and paint the existing structural steel at repair locations in accordance with the Cleaning and Painting Contact Surface Areas of Existing Steel Structures special provision. Bolts, nuts, and washers are included under this items, as well as the plan identified steel plates or members.

Construction Requirements. If straightening is required for existing members designated for structural steel repairs, it shall be performed before connecting any new steel repair plates. Field drilling of new holes in existing members shall use the holes in the new material as a template.

Burning of holes will not be permitted. All field drilling and grinding necessary to furnish and install the new steel plates and members shall be included in this item.

The removal and disposal of any existing members, bolts, or rivets necessary for the installation of the new members as shown in the plans shall be included in this item. All damage to existing members which are to remain shall be repaired or the member replaced to the satisfaction of the Engineer. Repair or replacement of damaged members shall be at the Contractor’s expense.

Before installing each bolt, all nicks, burrs, corrosion, scale, paint, and foreign substance shall be removed from inside the hole and from the surfaces around the hole with a power tool to ensure proper seating of the nut, bolt head, and washers. Holes in the existing material shall be inspected for fatigue cracking. Any cracking found shall be reported to the Engineer. Necessary repairs will be as directed by the Engineer.

Measurement. This work will be measured as POUND for STRUCTURAL STEEL REPAIR.

Basis of Payment. This work will be paid for at the contract unit price per POUND for STRUCTURAL STEEL REPAIR, which price shall include all equipment, materials, and labor to satisfactorily complete the work.

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STRUCTURAL STEEL REMOVAL

Description. This work shall include the necessary labor, materials and equipment to support the removal of existing steel as identified on the plans. This work shall be performed according to Section 501 of the Standard Specifications. Removal shall include the primary member identified as well as connection angles, rivets or bolts. For elements to be removed that share a connection with an adjacent member, the adjacent member shall be temporarily supported, and reconnected with high strength bolts.

Portions to be removed shall be removed in such a manner to leave the remaining structure undamaged and in proper condition or use. Any damage to the portions to remain in service shall be repaired. Repairs shall be made as directed by the Engineer. The removed portions shall be dispoed of according to Article 202.03.

Measurement. This work will be measured as LUMP SUM for the removal of existing steel as identified on the plans.

Basis of Payment. This work will be paid for at the contract unit price per LUMP SUM for STRUCTURAL STEEL REMOVAL, which price shall include all equipment, materials, and labor to satisfactorily complete the work.

SILICONE BRIDGE JOINT SEALER

Effective: August 1, 1995 Revised: October 15, 2011

Description. This work shall consist of furnishing all labor, equipment, and materials necessary to install the silicone joint sealer as shown on the plans and as specified herein.

When specified, a polymer concrete nosing compatible with the silicone sealant as required by the sealant manufacturer shall be installed. The minimum dimensions for a polymer concrete nosing cross section are 1 1/2 in. deep by 3 1/2 in. wide. The polymer concrete shall be furnished and installed according to the Polymer Concrete special provision.

Materials:

Silicone Joint Sealer. The silicone joint sealer shall cure in less than one week and shall accommodate typical bridge movements and traffic within eight hours. The sealant shall be self-leveling, cold applied, and two component. The sealant, upon curing, shall demonstrate resilience, flexibility, and resistance to moisture and puncture. The sealant shall also demonstrate excellent adhesion to Portland cement concrete, polymer concrete, and steel over a range of temperatures from -30 to 130 °F while maintaining a watertight seal. The sealant shall not contain any solvents or diluents that cause shrinkage or expansion during curing. In addition, acid cure sealants will not be permitted. The date of manufacture shall be provided with each lot. Materials 12 months old or older from the date of manufacture will not be accepted. The manufacturer shall certify that the sealant meets or exceeds the following test requirements before installation begins. The Department reserves the right to test representative samples from material proposed for use.

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Each component’s physical properties shall be as supplied:

• Specific Gravity (ASTM D 1475): 1.2-1.4

• Extrusion Rate (ASTM C 1183): 200 - 600 grams per minute

• Durometer Hardness, “00” (ASTM C 661): 40-80(32 °F and 77 + 3 °F)

• Accelerated Weathering (ASTM C 793): No chalking, cracking, or bond loss after 5,000 hours.

• After Mixing:

o Tack Free Time (ASTM C 679): 60 minutes max.

• Upon Complete Cure: (ASTM D 5329) o Joint Elongation (Tensile Adhesion): 600% min o Joint Modulus: 3-15 psi @ 100% elongation o Modified; sample cured seven days at 77 ± 2 °F 50 ± 5% relative humidity

Backer Rod. The backer rod shall conform to ASTM D 5249, type 3.

Construction Requirements. The Contractor shall furnish the Engineer with the manufacturer’s product information and installation procedures at least two weeks prior to installation When placing the silicone against concrete, the concrete surface shall be dry.